JPH0658227U - Anchor cap - Google Patents
Anchor capInfo
- Publication number
- JPH0658227U JPH0658227U JP183793U JP183793U JPH0658227U JP H0658227 U JPH0658227 U JP H0658227U JP 183793 U JP183793 U JP 183793U JP 183793 U JP183793 U JP 183793U JP H0658227 U JPH0658227 U JP H0658227U
- Authority
- JP
- Japan
- Prior art keywords
- anchor
- cap
- wall
- female screw
- wall surface
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Landscapes
- Working Measures On Existing Buildindgs (AREA)
Abstract
(57)【要約】
【目的】壁面に打入された使用後のアンカーを簡単に隠
ぺいし、また、美観にも優れたキャップを提供する。
【構成】建造物の壁面に打入され、後端に雌ネジを有す
るアンカーをその使用後に覆い隠すためのキャップであ
って、前記アンカーの打入のため壁面に設けられた穿孔
部を覆う円盤部と、この円盤部に一体に成形され前記雌
ネジに螺入すべき雄ネジ部とを具備している。
(57) [Summary] [Purpose] To easily conceal an anchor that has been driven into a wall after use and to provide a cap that is also aesthetically pleasing. [Structure] A cap which is driven into a wall surface of a building and covers an anchor having a female screw at its rear end after its use, and which covers a perforated portion provided in the wall for driving the anchor. And a male screw portion that is integrally molded with the disc portion and that is to be screwed into the female screw.
Description
【0001】[0001]
本考案は建造物の壁面において使用されるアンカーを覆い隠すためのキャップ に関する。 The present invention relates to a cap for covering an anchor used on a wall surface of a building.
【0002】[0002]
一般に、マンション等のようなコンクリート製壁面を有する建造物の外壁を補 修する場合においては建造物の壁面に沿って外部足場を組むが、このとき既存の 壁面から壁つなぎをとるためにホールインアンカー(以下アンカーとする)を外 壁面に打入する。 Generally, when repairing the outer wall of a building with concrete wall surfaces such as condominiums, an external scaffold is built along the wall surface of the building, but at this time, the hole-in is used to connect the wall from the existing wall surface. Insert an anchor (hereinafter referred to as an anchor) into the outer wall.
【0003】 このアンカーは図3ないし図5に示すように、壁面4に穿孔7した後、アンカ ー6を壁面内部に差し込むようになっており、その先端に設けられたグリップ部 6aが内部で拡開して壁面内のコンクリート8に食い込むようになっている。こ のアンカー6の後端には雌ネジ5が設けられており、この雌ネジ5に外部からリ ング付ボルト14を螺入することによって壁つなぎをとることができるようにな っている。As shown in FIGS. 3 to 5, this anchor has a structure in which an anchor 6 is inserted into the inside of the wall after perforating 7 in the wall 4, and a grip portion 6a provided at the tip of the anchor is inside the inside. It is designed to spread and cut into the concrete 8 inside the wall. A female screw 5 is provided at the rear end of the anchor 6, and a wall connection can be taken by screwing a ring-attached bolt 14 into the female screw 5 from the outside.
【0004】 壁つなぎとは、一種のジョイント20であって、壁面4に平行に地面11から 立てた足場10を安定させるためのもので、ターンバックル12の両端に、足場 ホルダー13と前記リング付ボルト14とを夫々設けて構成されている。そして 、足場ホルダー13を足場10に、また、前記リング付ボルト14をアンカー6 に螺合させることにより足場10の安定を図り、補修作業を安全に行うことがで きるようになっている。The wall tie is a kind of joint 20 for stabilizing the scaffolding 10 which is erected from the ground 11 in parallel with the wall surface 4. The scaffolding holder 13 and the ring are attached to both ends of the turnbuckle 12. The bolts 14 and 14 are provided respectively. The scaffolding holder 13 is screwed into the scaffolding 10 and the bolt 14 with the ring is screwed into the anchor 6, so that the scaffolding 10 can be stabilized and the repair work can be performed safely.
【0005】 ところで、補修工事等が終了した後は、足場10等を撤去するが、このとき前 記穿孔部7は壁面に孔となって残るため、これを覆い隠す必要がある。そこで、 従来はモルタルまたはコーキング剤9で前記穿孔部7を埋めた後、仕上げ塗装を 行うようにしていた。By the way, after the repair work is completed, the scaffold 10 and the like are removed, but at this time, since the perforated portion 7 remains as a hole in the wall surface, it is necessary to cover it up. Therefore, conventionally, after the perforated portion 7 is filled with the mortar or the caulking agent 9, the finish coating is performed.
【0006】[0006]
しかし、前記した方法では、高所においてモルタルやコーキング剤を塗り込む 作業が必要となり、専門の職人が必要となるとともに、作業効率にも欠けるとい う問題がある。また、仕上げ塗装を行う前にモルタル等をある程度硬化させる必 要もあり、工期の遅延等の原因ともなる。 However, the above-mentioned method has a problem that the work of applying the mortar and the caulking agent at a high place is required, a specialized craftsman is required, and the work efficiency is insufficient. In addition, it is necessary to harden the mortar and the like to some extent before performing the finish coating, which causes a delay in the construction period.
【0007】 さらに、モルタルやコーキング剤を塗り込んだ部分には凹凸ができ易く、美観 を損ねる虞があった。 本考案は前記事項に鑑みてなされたもので、アンカーの使用後において、迅速 かつ容易に孔埋めができるとともに、美観にも優れたアンカー用キャップを提供 することを技術的課題とする。[0007] Furthermore, the mortar or the portion coated with the caulking agent is likely to have irregularities, which may impair the appearance. The present invention has been made in view of the above-mentioned matters, and an technical object thereof is to provide a cap for an anchor that can be quickly and easily filled with a hole after using the anchor and has an excellent appearance.
【0008】[0008]
本考案は前記技術的課題を解決するために、以下のような構成とした。 即ち、建造物の壁面4に打入され、後端に雌ネジ5を有するアンカー6をその 使用後に覆い隠すためのキャップ1であって、前記アンカー6の打入のため壁面 4に設けられた穿孔部7を覆う円盤部2と、この円盤部2に一体に成形され前記 雌ネジに螺入すべき雄ネジ部3とを具備してアンカー用キャップとした。 The present invention has the following configuration in order to solve the above technical problems. That is, it is a cap 1 that is driven into a wall surface 4 of a building and covers an anchor 6 having a female screw 5 at its rear end after its use, and is provided on the wall surface 4 for driving the anchor 6 into it. An anchor cap was provided with a disc portion 2 that covers the perforated portion 7 and a male screw portion 3 that is formed integrally with the disc portion 2 and should be screwed into the female screw.
【0009】 なお、キャップは塩化ビニール等の合成樹脂製が好適である。The cap is preferably made of synthetic resin such as vinyl chloride.
【0010】[0010]
壁面の補修工事等を終えた後、キャップ1をアンカー6の雌ネジ5に螺入する だけでアンカー6を覆い隠すことができる。このため、足場等の撤収作業と同時 に誰でも簡単に行うことができ、大幅な省力化を図ることができる。また、円盤 部2は平面であるため凹凸が生じることはなく、建物の美観を損ねることはない 。 The anchor 6 can be covered only by screwing the cap 1 into the female screw 5 of the anchor 6 after finishing the wall repair work. For this reason, anyone can easily perform the work at the same time as the scaffolding is removed, and it is possible to greatly save the labor. Further, since the disk portion 2 is a flat surface, no unevenness is generated and the appearance of the building is not spoiled.
【0011】[0011]
本考案の実施例を図1及び図2に基づいて説明する。 アンカー6は建造物の壁面4に打入するものであり、その先端にはグリップ部 6aが設けられている。このグリップ部6aは同軸に配置したアウターとインナ ーを互いにテーパー面で接触するように形成されており、インナーをスライドさ せることでアウターを拡開させアンカーの働きをさせることができるようになっ ている。 An embodiment of the present invention will be described with reference to FIGS. The anchor 6 is driven into the wall surface 4 of the building, and a grip portion 6a is provided at the tip thereof. The grip portion 6a is formed so that the outer and the inner arranged coaxially come into contact with each other on the tapered surface, and by sliding the inner, the outer can be expanded to act as an anchor. ing.
【0012】 壁面4の内部はコンクリート8となっており、壁面からハンマードリル等で穿 孔部7が穿設されている。そして、この穿孔部7内にアンカー6を挿入し、内部 で拡開させることによりコンクリート8に食い込むようになっている。The inside of the wall surface 4 is made of concrete 8, and the hole portion 7 is bored from the wall surface with a hammer drill or the like. Then, the anchor 6 is inserted into the perforated portion 7 and is expanded inside to penetrate into the concrete 8.
【0013】 前記アンカー6の後端には雌ネジ5が設けられており、この雌ネジ5を利用し て、ボルト(図示せず)を螺合し、壁つなぎ等の所定の作業を行う。そして作業 が終了した後、ボルトをアンカー6から取り外す。穿孔部7やアンカー6は作業 が終了した後は不要なものであるため、これを隠ぺいする必要がある。A female screw 5 is provided at the rear end of the anchor 6, and a bolt (not shown) is screwed into the female screw 5 to perform a predetermined work such as wall connection. Then, after the work is completed, the bolt is removed from the anchor 6. It is necessary to hide the perforated portion 7 and the anchor 6 since they are unnecessary after the work is completed.
【0014】 ここで、前記雌ネジ5にキャップ1を取り付ける。 このキャップ1は、壁面4に設けられた穿孔部7を覆う径に形成した円盤部2 の中心に雄ネジ部3を一体に成形したものであり、この雄ネジ部3は前記雌ネジ 5に螺入できるよう同一ピッチに形成されている。Here, the cap 1 is attached to the female screw 5. This cap 1 is formed by integrally molding a male screw portion 3 at the center of a disk portion 2 formed to have a diameter that covers a perforated portion 7 provided on a wall surface 4. They are formed at the same pitch so that they can be screwed in.
【0015】 前記キャップ1は塩化ビニールにより一体成形されており、前記円盤部2には 一般のビスと同様にプラスまたはマイナスの切込みが形成されており、容易にね じ込みができるようになっている。そして、雄ネジ部3を雌ネジ5に完全に螺合 させた後仕上げ塗装をする。The cap 1 is integrally molded of vinyl chloride, and the disk portion 2 is formed with a plus or minus cut like a general screw so that it can be screwed easily. There is. Then, the male screw portion 3 is completely screwed into the female screw 5, and then finish coating is performed.
【0016】 なお、円盤部2の表面は塗料の付着を良好にするため梨地加工やコーティング 加工を施しておくのが望ましい。また、このキャップ1は装着後直ちに塗装を行 うことができるのは勿論である。It should be noted that it is desirable that the surface of the disk portion 2 be subjected to a satin finish or a coating process in order to improve the adhesion of the paint. Further, it goes without saying that the cap 1 can be painted immediately after mounting.
【0017】 前記円盤部2は厚さを1mmとしてあり、その直径は使用するアンカーの規格に 応じて、15mm、20mm、25mmの3種類を用意してある。また、種々の色の壁 に対応することができるよう各種の色を取り揃えてある。また、円盤部2は平面 であるため凹凸が生じることはなく、建物の美観を損ねることはない。The disk portion 2 has a thickness of 1 mm, and three kinds of diameters of 15 mm, 20 mm, and 25 mm are prepared according to the standard of the anchor to be used. In addition, various colors are available so that it can be used for walls of various colors. Further, since the disk portion 2 is a flat surface, no unevenness is generated, and the appearance of the building is not spoiled.
【0018】 前記したように、穿孔部7の孔埋めに特別な技術は不要となり、足場の撤収作 業と平行して容易かつ迅速に行うことができる。また、円盤部2の表面は平面に 形成されているため誰が作業しても均一な外観となり、目立ち難いという利点も ある。さらに高所での作業を最小限なものとすることができるため安全性の上で も有効である。As described above, no special technique is required for filling the hole of the perforated portion 7, and it can be performed easily and quickly in parallel with the scaffold retraction operation. In addition, since the surface of the disk portion 2 is formed into a flat surface, it has an advantage that it has a uniform appearance and is inconspicuous regardless of who works. Furthermore, it is effective in terms of safety as work at high places can be minimized.
【0019】[0019]
本考案によれば、壁面の補修工事等を終えた後、キャップをアンカーの雌ネジ に螺入するだけでアンカーを覆い隠すことができる。このため、足場等の撤収作 業と同時に誰でも簡単に行うことができ、大幅な省力化と工期の短縮を図ること ができる。 According to the present invention, the anchor can be covered by simply screwing the cap into the female screw of the anchor after finishing the wall repair work. For this reason, anyone can easily do it at the same time as the scaffolding removal work, which can greatly save labor and shorten the construction period.
【0020】 また、モルタル等を塗り込むものに比較して凹凸を少なくすることができ、建 物の美観を損ねることはない。Further, the unevenness can be reduced as compared with the case of applying mortar or the like, and the appearance of the building is not spoiled.
【図1】本考案の一実施例を示すキャップの使用状態の
断面図FIG. 1 is a cross-sectional view of a cap in use according to an embodiment of the present invention.
【図2】本考案の一実施例を示すキャップの斜視図FIG. 2 is a perspective view of a cap showing an embodiment of the present invention.
【図3】従来のアンカー隠ぺい方法を示す断面図FIG. 3 is a sectional view showing a conventional anchor hiding method.
【図4】一般的な壁つなぎの構造を示す断面図FIG. 4 is a cross-sectional view showing a structure of a general wall joint.
【図5】一般的な壁つなぎの構造を示す断面図 1・・キャップ、 2・・円盤部、 3・・雄ネジ部、 4・・壁面、 5・・雌ネジ、 6・・アンカー、 7・・穿孔部。[Fig. 5] A cross-sectional view showing a structure of a general wall connection 1 ... Cap, 2 ... Disk part, 3 ... Male screw part, 4 ... Wall surface, 5 ... Female screw, 6 ... Anchor, 7 ..Perforations
Claims (1)
を有するアンカーをその使用後に覆い隠すためのキャッ
プであって、前記アンカーの打入のため壁面に設けられ
た穿孔部を覆う円盤部と、この円盤部に一体に成形され
前記雌ネジに螺入すべき雄ネジ部とを備えていることを
特徴とするアンカー用キャップ。1. A cap for covering an anchor, which is driven into a wall surface of a building and has a female screw at a rear end thereof, for covering the anchor after its use, wherein a perforated portion provided on the wall surface for driving the anchor is provided. An anchor cap, comprising: a disk part for covering; and a male screw part which is formed integrally with the disk part and is to be screwed into the female screw.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP183793U JPH0658227U (en) | 1993-01-27 | 1993-01-27 | Anchor cap |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP183793U JPH0658227U (en) | 1993-01-27 | 1993-01-27 | Anchor cap |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0658227U true JPH0658227U (en) | 1994-08-12 |
Family
ID=11512677
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP183793U Pending JPH0658227U (en) | 1993-01-27 | 1993-01-27 | Anchor cap |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0658227U (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2013144648A (en) * | 2012-01-13 | 2013-07-25 | High Dental Japan Kk | Primer composition for polyamide resin denture base |
JP2020070702A (en) * | 2018-11-03 | 2020-05-07 | 株式会社小川建装工業 | Wall surface seal and wall surface painting method using the same |
JP2020204247A (en) * | 2019-06-17 | 2020-12-24 | 株式会社呉英製作所 | Cutoff bolt, decorative cap member for scaffold tie anchor and assembly method of decorative cap member for scaffold tie anchor |
JP2021110447A (en) * | 2020-01-10 | 2021-08-02 | 法島 ほなみ | Anchor hole decorative cap bolt |
JP2021165520A (en) * | 2020-04-03 | 2021-10-14 | 株式会社コンペア・M | Anchor bolt hole repair method and repair patch therefor |
-
1993
- 1993-01-27 JP JP183793U patent/JPH0658227U/en active Pending
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2013144648A (en) * | 2012-01-13 | 2013-07-25 | High Dental Japan Kk | Primer composition for polyamide resin denture base |
JP2020070702A (en) * | 2018-11-03 | 2020-05-07 | 株式会社小川建装工業 | Wall surface seal and wall surface painting method using the same |
JP2020204247A (en) * | 2019-06-17 | 2020-12-24 | 株式会社呉英製作所 | Cutoff bolt, decorative cap member for scaffold tie anchor and assembly method of decorative cap member for scaffold tie anchor |
JP2021110447A (en) * | 2020-01-10 | 2021-08-02 | 法島 ほなみ | Anchor hole decorative cap bolt |
JP2021165520A (en) * | 2020-04-03 | 2021-10-14 | 株式会社コンペア・M | Anchor bolt hole repair method and repair patch therefor |
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